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CN203868501U - Propelling device for use in culvert jacking construction - Google Patents

Propelling device for use in culvert jacking construction Download PDF

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Publication number
CN203868501U
CN203868501U CN201420337811.6U CN201420337811U CN203868501U CN 203868501 U CN203868501 U CN 203868501U CN 201420337811 U CN201420337811 U CN 201420337811U CN 203868501 U CN203868501 U CN 203868501U
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slide plate
motor
construction
transmission shaft
jacking construction
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Expired - Fee Related
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CN201420337811.6U
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Chinese (zh)
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陈鹏飞
唐志波
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Zhejiang Ocean University ZJOU
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Zhejiang Ocean University ZJOU
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Abstract

The utility model discloses a propelling device for use in culvert jacking construction. The propelling device comprises a support back and a sliding plate, wherein the back of the support back is provided with a triangular support frame; a jack is arranged on the front of the support back; the working end of the jack is provided with a motor; the bottom of the motor is provided with a sliding seat; the output end of the motor is rotationally connected with a transmission shaft; a rotary cutter is arranged at the end of the transmission shaft; the sliding plate positioned below the rotary cutter is provided with a soil sucking device; the lower end faces of both sides of the sliding plate are provided with fixing teeth; the upper end faces of both sides of the sliding plate are provided with limiting guide plates; a push plate is annularly arranged at one end, which is connected with the transmission shaft, of the motor. The resistance of a weak layer in jacking construction can be reduced through the rotary cutter, thereby bringing convenience to construction propelling. The propelling device is particularly suitable for construction in a weak soil layer, is high in construction efficiency, and is convenient to operate.

Description

用于涵洞顶进施工的推进装置Propulsion devices for culvert jacking construction

技术领域technical field

本实用新型属于建筑施工技术领域,尤其涉及一种用于涵洞顶进施工的推进装置。The utility model belongs to the technical field of building construction, in particular to a propulsion device for culvert jacking construction.

背景技术Background technique

顶进施工是目前常用的一种施工方法,在穿越铁路、公路、城市道路路基施工时,通常选用顶进施工技术。对预制好的管涵通过水平液压千斤顶施加压力,借助滑动装置使管涵在相应的路基下进行吃土顶进。Jacking construction is a commonly used construction method at present. When crossing railways, highways, and urban road subgrade construction, jacking construction technology is usually used. Apply pressure to the prefabricated pipe culvert through the horizontal hydraulic jack, and use the sliding device to make the pipe culvert carry out soil-eating jacking under the corresponding roadbed.

目前,现有的顶进施工装置存在以下缺陷:1)由于在顶进装置前方没有减小土层阻力的装置,在顶进施工时需要耗费大量的人力物力,在农村生产路小型涵洞的开挖中应用也比较局限;2)管涵顶进对后支撑背的强度要求较高,它必须能承受顶进过程中的最大顶力,如果有天然后背是最理想的,但由于施工条件限制,在没有天然后支撑背时需要修建后背,不仅耗费物料,又费工时,影响施工效率和工作进度。At present, the existing jacking construction device has the following defects: 1) Since there is no device to reduce the resistance of the soil layer in front of the jacking device, a large amount of manpower and material resources are required during the jacking construction, and the opening of small culverts in rural production roads The application in excavation is also relatively limited; 2) Pipe culvert jacking has higher requirements on the strength of the rear support back, which must be able to withstand the maximum jacking force during the jacking process. It is ideal if there is a natural back, but due to construction conditions Restrictions, when there is no natural back support, it is necessary to build the back, which not only consumes materials, but also takes man-hours, which affects construction efficiency and work progress.

实用新型内容Utility model content

本实用新型要解决的技术问题是提供一种能够减弱土层阻力、施工方便,便于提高施工进度的用于涵洞顶进施工的推进装置。The technical problem to be solved by the utility model is to provide a propulsion device for culvert jacking construction that can weaken the resistance of the soil layer, facilitate construction, and facilitate the improvement of construction progress.

为解决上述技术问题,本实用新型所采取的技术方案是:In order to solve the problems of the technologies described above, the technical solution adopted by the utility model is:

用于涵洞顶进施工的推进装置,包括支撑背和滑板,所述支撑背后部设有三角形的支撑架,所述支撑背前部安装有千斤顶,所述千斤顶工作端设有电机,所述电机底部设有滑座,所述电机输出端转动连接有传动轴,所述传动轴端部安装有旋刀;位于所述旋刀下方的所述滑板上设有吸土装置;所述滑板两侧下端面上设有固定齿,所述滑板两侧上端面上设有限位导向板;所述电机连接有传动轴的一端环向设有推动板。The propulsion device used for culvert jacking construction includes a support back and a slide plate, a triangular support frame is arranged at the back of the support, a jack is installed at the front of the support back, a motor is provided at the working end of the jack, and a motor is provided at the working end of the jack. A sliding seat is provided at the bottom, and the output end of the motor is rotatably connected to a transmission shaft, and a rotary knife is installed at the end of the transmission shaft; a soil suction device is provided on the sliding plate below the rotary knife; The lower end surface is provided with fixed teeth, and the upper end surfaces on both sides of the slide plate are provided with limit guide plates; the end of the motor connected to the transmission shaft is provided with a push plate in the circumferential direction.

作为优选的技术方案,所述滑板包括至少两块滑板组件,所述滑板组件的前端设有凸块,所述滑板组件的后端设有与所述凸块相配合的凹槽,两相邻的所述滑板组件间相互插接。As a preferred technical solution, the slider includes at least two slider assemblies, the front end of the slider assembly is provided with a protrusion, the rear end of the slider assembly is provided with a groove that matches the protrusion, and two adjacent The said slide plate components are inserted into each other.

作为对上述技术方案的改进,所述吸土装置包括吸土头,所述吸土头通过可伸缩吸土管连接有负压源。负压源可以采用大功率与真空吸尘器相似的结构。As an improvement to the above technical solution, the soil suction device includes a soil suction head, and the soil suction head is connected to a negative pressure source through a telescopic soil suction pipe. The negative pressure source can adopt a high-power structure similar to that of a vacuum cleaner.

作为对上述技术方案的进一步改进,所述旋刀可拆卸地连接在所述传动轴上,旋刀损坏后,可以方便更换或维修。As a further improvement to the above technical solution, the rotary knife is detachably connected to the transmission shaft, and when the rotary knife is damaged, it can be easily replaced or repaired.

由于采用了上述的技术方案,本实用新型与现有技术相比,所取得的技术进步在于:Owing to having adopted above-mentioned technical scheme, the utility model compared with prior art, the technical progress that obtains is:

(1)通过所述旋刀可以减小薄弱层土对顶进施工的阻力作用,便于施工推进;通过所述吸土装置可以及时将切下来的土输送到管涵外部;(1) The resistance of the weak layer soil to the jacking construction can be reduced through the rotary knife, which is convenient for construction advancement; the cut soil can be transported to the outside of the pipe culvert in time through the soil suction device;

(2)通过所述三角形的支撑架,可以有效抵抗千斤顶产生的水平顶力;通过所述固定齿可以加固滑板,便于提高施工效率;通过所述限位导向板,可以减小顶进施工时管涵的位移偏差;(2) Through the triangular support frame, the horizontal jacking force produced by the jack can be effectively resisted; the slide plate can be reinforced through the fixed teeth, which is convenient to improve construction efficiency; Displacement deviation of pipe culvert;

(3)所述旋刀可拆卸连接,损坏时,可以方便更换或维修,使用成本低;(3) The rotary knife is detachably connected, and when damaged, it can be easily replaced or repaired, and the use cost is low;

(4)所述滑板通过滑板组件相互插接组成,滑板组件可拆卸,在顶进装置向前顶进一段距离后,后方滑板组件可以拆卸下来,安装到前方,以便顶进装置在滑板上向前继续推进。(4) The skateboards are formed by inserting skateboard components. The skateboard components are detachable. After the jacking device is pushed forward for a certain distance, the rear skateboard components can be disassembled and installed to the front, so that the jacking device can move upward on the skateboard. forward.

本实用新型可以适用于软弱土层的施工,特别是在小型农田水利建设中应用,但施工区域及路基注意不得积水浸泡,有岩层区域尽量避免使用。The utility model can be applied to the construction of weak soil layers, especially in the construction of small-scale farmland water conservancy, but the construction area and roadbed should not be soaked in accumulated water, and the use of rock formation areas should be avoided as much as possible.

附图说明Description of drawings

以下附图仅旨在于对本实用新型做示意性说明和解释,并不限定本实用新型的范围。其中:The following drawings are only intended to illustrate and explain the utility model schematically, and do not limit the scope of the utility model. in:

图1为本实用新型实施例的结构示意图;Fig. 1 is the structural representation of the utility model embodiment;

图2为图1中A-A向的结构示意图;Fig. 2 is a schematic structural diagram of A-A direction in Fig. 1;

图3为吸土装置的结构示意图;Fig. 3 is the structural representation of soil suction device;

图4为本实用新型实施例施工时的状态示意图;Fig. 4 is the state diagram during construction of the utility model embodiment;

图中:1-支撑背;2-滑板;21-固定齿;22-限位导向板;23-滑板组件;24-凸块;25-凹槽;3-千斤顶;4-电机;5-滑座;6-传动轴;7-旋刀;8-推动板;9-管涵;10-土层;11-支撑架;12-吸土装置;121-吸土头;122-可伸缩吸土管;123-负压源;124-吸土桶。In the figure: 1-supporting back; 2-slider; 21-fixed tooth; 22-limit guide plate; 23-slider assembly; 24-bump; 25-groove; 3-jack; Seat; 6-drive shaft; 7-rotary knife; 8-push plate; 9-pipe culvert; 10-soil layer; 11-support frame; 12-soil suction device; 121-soil suction head; 122-extensible soil suction pipe ; 123-negative pressure source; 124-suction bucket.

具体实施方式Detailed ways

下面结合附图和实施例,进一步阐述本实用新型。在下面的详细描述中,只通过说明的方式描述了本实用新型的某些示范性实施例。毋庸置疑,本领域的普通技术人员可以认识到,在不偏离本实用新型的精神和范围的情况下,可以用各种不同的方式对所描述的实施例进行修正。因此,附图和描述在本质上是说明性的,而不是用于限制权利要求的保护范围。Below in conjunction with accompanying drawing and embodiment, further set forth the utility model. In the following detailed description, certain exemplary embodiments of the present invention are described by way of illustration only. Needless to say, those skilled in the art would realize that the described embodiments may be modified in various different ways, all without departing from the spirit and scope of the present invention. Accordingly, the drawings and description are illustrative in nature and not intended to limit the scope of the claims.

实施例:Example:

如图1至图4所示,用于涵洞顶进施工的推进装置,包括支撑背1和滑板2,所述支撑背后部设有三角形的支撑架11,所述支撑背1前部上安装有千斤顶3,所述千斤顶3工作端设有电机4,所述电机4底部设有滑座5,所述电机4输出端转动连接有传动轴6,所述传动轴6端部安装有旋刀7;位于所述旋刀7下方的所述滑板2上设有吸土装置12;所述滑板2两侧下端面上设有固定齿21,所述滑板2两侧上端面上设有限位导向板22;所述电机4连接有传动轴6的一端环向设有推动板8。所述滑板2包括三块滑板组件23,所述滑板组件23的前端设有凸块24,所述滑板组件23的后端设有与所述凸块24相配合的凹槽25,两相邻的所述滑板组件23间相互插接。所述旋刀7可拆卸地连接在所述传动轴6上。As shown in Figures 1 to 4, the propulsion device used for culvert jacking construction includes a support back 1 and a slide plate 2, a triangular support frame 11 is provided on the back of the support back, and a Jack 3, the working end of the jack 3 is provided with a motor 4, the bottom of the motor 4 is provided with a slide seat 5, the output end of the motor 4 is rotatably connected to a transmission shaft 6, and the end of the transmission shaft 6 is equipped with a rotary knife 7 ; The slider 2 located below the rotary knife 7 is provided with a soil suction device 12; the lower end surfaces of both sides of the slider 2 are provided with fixed teeth 21, and the upper end surfaces of the slider 2 are provided with a limit guide plate 22; The end of the motor 4 connected with the transmission shaft 6 is provided with a push plate 8 in the circumferential direction. Described slide plate 2 comprises three slide plate assemblies 23, and the front end of described slide plate assembly 23 is provided with lug 24, and the rear end of described slide plate assembly 23 is provided with the groove 25 that matches with described lug 24, two adjacent The sliding plate assemblies 23 are inserted into each other. The rotary knife 7 is detachably connected to the transmission shaft 6 .

如图3所示,所述吸土装置12包括吸土头121,所述吸土头121通过可伸缩吸土管122连接有负压源123。负压源123可以采用大功率与真空吸尘器相似的结构,负压源123设有吸土桶124,负压源3连接电源,使用时,将吸土头121置于所述旋刀7下方底部,接通电源,负压源3开始工作,吸土头121接触碎土时,强大的气流迅速将附近的土体通过吸土头121、可伸缩吸土管122被吸入吸土桶124内。As shown in FIG. 3 , the soil suction device 12 includes a soil suction head 121 , and the soil suction head 121 is connected to a negative pressure source 123 through a retractable soil suction pipe 122 . The negative pressure source 123 can adopt a structure similar to that of a vacuum cleaner with high power. The negative pressure source 123 is provided with a soil suction bucket 124, and the negative pressure source 3 is connected to a power supply. When in use, the soil suction head 121 is placed at the bottom below the rotary knife 7 , turn on the power supply, negative pressure source 3 starts to work, and when the soil suction head 121 contacts the crushed soil, the strong air flow will quickly suck the nearby soil body in the soil suction bucket 124 by the soil suction head 121, the retractable soil suction pipe 122.

通过所述三角形支撑架11可以有效抵抗千斤顶3产生的顶推力,为了提高滑板2的固定强度,所述滑板组件23上分别设有固定齿21。所述限位导向板22可以有效减小顶进施工时管涵的位移偏差。The triangular support frame 11 can effectively resist the jacking force generated by the jack 3 . In order to improve the fixing strength of the slider 2 , the slider components 23 are respectively provided with fixing teeth 21 . The limit guide plate 22 can effectively reduce the displacement deviation of the pipe culvert during jacking construction.

所述旋刀7可拆卸地连接在所述传动轴6上,如果旋刀7损坏后,可以随时更换或维修,使用方便,同时降低了使用成本。通过所述旋刀7可以减小薄弱层土对顶进施工的阻力作用,便于施工推进;且对施工断面上方的土体稳定性有较好支撑作用,避免塌陷。The rotary knife 7 is detachably connected to the transmission shaft 6. If the rotary knife 7 is damaged, it can be replaced or repaired at any time, which is convenient to use and reduces the cost of use. The rotary knife 7 can reduce the resistance of the weak layer soil to the jacking construction, which is convenient for construction advancement; and has a good supporting effect on the stability of the soil above the construction section to avoid collapse.

所述滑板2包括三块滑板组件23,后方滑板组件23通过所述凸块24插接于前方滑板组件23的凹槽25中,在顶进装置向前顶进一段距离后,后方滑板组件23可以拆卸下来,安装到前方,以便顶进装置在滑板上向前继续推进。The slide plate 2 includes three slide plate assemblies 23, and the rear slide plate assembly 23 is inserted into the groove 25 of the front slide plate assembly 23 through the protrusion 24. After the jacking device advances forward for a certain distance, the rear slide plate assembly 23 It can be removed and mounted to the front so that the jacking unit continues to advance on the slide.

施工过程:如图4所示,旋刀7在电机4旋转带动下削弱土层10,旋刀7切下的土通过吸土装置12及时输送到管涵9的外部,在千斤顶3的推力作用下,管涵9逐步向前推进,在两侧限位导向板22导向下,管涵9位移偏差较小,最终完成施工。Construction process: as shown in Figure 4, the rotary knife 7 is driven by the rotation of the motor 4 to weaken the soil layer 10, and the soil cut by the rotary knife 7 is transported to the outside of the pipe culvert 9 in time through the soil suction device 12, under the thrust of the jack 3 Next, the pipe culvert 9 is gradually pushed forward. Under the guidance of the limit guide plates 22 on both sides, the displacement deviation of the pipe culvert 9 is small, and the construction is finally completed.

Claims (4)

1.用于涵洞顶进施工的推进装置,包括支撑背和滑板,其特征在于:所述支撑背后部设有三角形的支撑架,所述支撑背前部安装有千斤顶,所述千斤顶工作端设有电机,所述电机底部设有滑座,所述电机输出端转动连接有传动轴,所述传动轴端部安装有旋刀;位于所述旋刀下方的所述滑板上设有吸土装置;所述滑板两侧下端面上设有固定齿,所述滑板两侧上端面上设有限位导向板;所述电机连接有传动轴的一端环向设有推动板。1. A propulsion device for culvert jacking construction, comprising a support back and a slide plate, characterized in that: the back of the support is provided with a triangular support frame, the front of the support back is equipped with a jack, and the working end of the jack is provided There is a motor, the bottom of the motor is provided with a sliding seat, the output end of the motor is connected to a transmission shaft in rotation, and a rotary knife is installed at the end of the transmission shaft; a soil suction device is provided on the sliding plate below the rotary knife ; The lower end surfaces of both sides of the slide plate are provided with fixed teeth, and the upper end surfaces of both sides of the slide plate are provided with limit guide plates; the end of the motor connected to the transmission shaft is provided with a push plate in the circumferential direction. 2.根据权利要求1所述的用于涵洞顶进施工的推进装置,其特征在于:所述滑板包括至少两块滑板组件,所述滑板组件的前端设有凸块,所述滑板组件的后端设有与所述凸块相配合的凹槽,两相邻的所述滑板组件间相互插接。2. The propulsion device for culvert jacking construction according to claim 1, characterized in that: the slide plate comprises at least two slide plate assemblies, the front end of the slide plate assembly is provided with a bump, and the rear end of the slide plate assembly The end is provided with a groove matching with the protrusion, and two adjacent slide plate components are inserted into each other. 3.根据权利要求2所述的用于涵洞顶进施工的推进装置,其特征在于:所述吸土装置包括吸土头,所述吸土头通过可伸缩吸土管连接有负压源。3. The propulsion device for culvert jacking construction according to claim 2, wherein the soil suction device comprises a soil suction head, and the soil suction head is connected to a negative pressure source through a telescopic soil suction pipe. 4.根据权利要求1、2或3所述的用于涵洞顶进施工的推进装置,其特征在于:所述旋刀可拆卸地连接在所述传动轴上。4. The propulsion device for culvert jacking construction according to claim 1, 2 or 3, characterized in that: the rotary knife is detachably connected to the transmission shaft.
CN201420337811.6U 2014-06-17 2014-06-17 Propelling device for use in culvert jacking construction Expired - Fee Related CN203868501U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106894350A (en) * 2017-02-13 2017-06-27 中交隧道工程局有限公司 A kind of steel basil is buried jacking box culvert device and construction method
CN111473760A (en) * 2020-04-16 2020-07-31 西安市建总工程集团有限公司 Automatic testing device for jacking bridge and culvert positions and control method
CN111660051A (en) * 2020-05-27 2020-09-15 金燕 Automatic partition plate assembling equipment of automobile three-way catalytic muffler

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106894350A (en) * 2017-02-13 2017-06-27 中交隧道工程局有限公司 A kind of steel basil is buried jacking box culvert device and construction method
CN111473760A (en) * 2020-04-16 2020-07-31 西安市建总工程集团有限公司 Automatic testing device for jacking bridge and culvert positions and control method
CN111660051A (en) * 2020-05-27 2020-09-15 金燕 Automatic partition plate assembling equipment of automobile three-way catalytic muffler

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